Laserfiche WebLink
sides ranging from 1:1 to 2:1. The side slopes are generally fully vegetated from the <br />creek edge to the top of banks. <br />Approximately 650' from the northern site boundary, the drainage creek intersects <br />Edgewater Creek. Edgewater Creek has approximately 2-3 times the flow of the earlier <br />described tributary. <br />The western bank of the creek is steep and approximately 45' high. The eastern bank is <br />similar in height, but only 2:1 in slope. Edgewater Creek at this location appeared to very <br />stable and was made up of sand, gravel, cobbles and large boulders. <br />Since this project will detain the release rates to the predeveloped release rates, no <br />additional measures are proposed and the stormwater outfall will be dispersed on -site <br />at the low point of the swale. <br />Conclusions <br />Based on the field review of October 8, 2015, it was confirmed that the majority of the <br />downstream system has not been modified since the 2005/2006 analysis. The new pipe <br />system that was installed in Basin 'B' will help eliminate any erosion concerns. Since the <br />project will only release at pre -developed rates, no impacts to the downstream system <br />are anticipated. <br />Soundview <br />Preliminary Downstream Analysis <br />